Loading...
HomeMy WebLinkAboutCRANE ST 530_12-00001253 SHEET INDEX CR E HTidP09m,B,UNT IFROe@.HR LA REBELDE . . . R P ............... ..................................... ..........:.0. ! x� A GOR'6ENERAL WINERY ON R PLAN .,... .._.__ .._ .. ...i - ......... :.; .---- A202 HANDICAP NOTES AND DETAILS •°51.'ss.r kmr,;m^ _.__. I I PZOI POKER PLAN O naM.go.mr.Vnu r �' N 4 »n :w:,A.n su s,s•Murro.wazsez k ^h•-�-7w .., .,L4.?'32-.f ' STAMP g s IRAVEI-NNDIOP PATH C i TRAY9. TH5%EET AGOEG � NOTES a+ness�7. f 0; •r EXI5TIN91WDU,AP PARYJN6 TO 'T ; I s^� a - d �REWIREMENT5ON SHEET LAKE ELSINORE, CA s .„_ �.•' •r ' w I I -WWI�. 530 CRANE ST.STE G TARE ELSINORE,CA.91530 T r - DIRECTORY � f I '1 NEAR GAL CORPORATION 600 CENTRAL AVE.BUILDIN5 A y I, , -T B € s x µ.. �. rl LAKE ELSINORE CA R2530 I( I jI TENANT aeUEEsOIBEL a t r j +« .... x� (..� 530 CRANE ST.STE G !" ,T 1 "` LAKE ELSINORE.CA 92530 _ 1 Ill I 777 I_ " �. BII ILDOFIN LAKE KDEE PART rE ` R I� r 130S ^MOI"SVeat Lak,Eiraca qo,r r r:ounIwryI 1+knetx;d�e w.czlwa ,(" V t gy, „ fi `iI CREATIVE HEI6HT5 DESI6N5,INC. +. ✓ d, ;, 25109.EFFER50N AVE.,STE.315 MIRRIETA C.A.92562 N +A s• 1 -_ 4 r s $ �,. TEL.(0150 Tb4-1365 t s'"T"" ELSINORE A� $ i x �� I tII, b1 / a�1� RE I d ;� ita T ;'/ -1,� PROJECT DATA j j li H Its. '� c I ® } �µ TENANT t PRO.ECT APPRE55TENANT530 CRANE ST.STE G LAKE ELSINORE,CA 9253D lJ t } I '. •- _ BUILDINS CODE: SEE CODES BELOW MOISES VILLEGAS � ! I __.__ /� -" -- - OCCUPANCY 6ROUP: B-EDDUCATIONAL CENTER DESIGNER SITE PLAN -- TYPE OF CONSTRUCTION, V-B(51PRIWCLERED) NORTH OCZA PAfTT LOAD: 24 REVISIONS NITS ADA SITE PLAN REQUIREMENT SUITE AREA 10 NO. DATE REMARKS AREA OF WORK 200 SF. S.F. NIMBER OF STORIES: 01E of 31111 1. EXISTING CONCRETE WALK LEVEL WITH PARKING SLOPING UP TO �' ENTRANCE II 5% GENERAL NOTES 2. RE EAST INS ENTRANCE Dooms HANDICAP A C THIS REQUIREMENTS AREA OF ` REMOVE GDMPLY NTH THE HWDIGAP ACCESS H2EQ11H�-1B715. JOB SUMMARY v INSPECTOR TO VERIFY. 3. EXISTINS HANDICAP PATH OF TRAVEL.NO ABRUPT CHANSE5 IN ELEVATION AIDNG PATH OF TRAVEL SHOWN.RAMPS SHALL NOT I. CONTRACTOR SHALL VISIT THE SITE FAMILIARIZE HIMSELF WITH It. THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING 24. THEE PROJECT ARCHITECT OR EN6INBR WILL NOT BE RESPONSIBLE FOR ANY EXCEED 5A%%.OPE.INSPECTOR TO VERIFY RAMPS NTH SLOPES. ISSUED EXISTING CONDITIONS AND REVIEW AND UNDERSTOOD THE 12EG)IREMEN75 OF FOR ALL PERMITS,LIGEN5E5,INSPECTIONS AND TESTING INDICATED ON THE ACTION TAKEN BY ANYONE ON 71E PROJECT IF THAT PERSON HAS KNOWLEDGE GON5TRUGT A TENANT IMPROVEMENT 5PAGE.DEMO EXI5TIN6 PLANS AND BY SPECIFICATIONS OR REQUIRED BY TFE SOILS REPORT AND/OR OF ANY DISCREPANCY,OMMISGION OR AMB16UITY IN THE GALGUJITOHNS, 4. RAMPS WITH SLOPES GREATM THAN 5%SHALL BE PROVIDED NTH Issued for Issued on THE CONTRACT DOCUMENTS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, REQUIRED BY ANY FOVERNMENT A6ENGY. DRAWINGS OR SPEGIFIGATIONS UNTIL THE PROJECT ARCHITECT OR ENGINEER HAS RANDRAIL5 PER IBBB55.1 PARTITION AND CONSTRUCT NEW PARTITIONS,AND NEW POWC-R ELEVATIONS AND CONDITIONS PRIOR TO DISCREPANCY. DO ANY WORK AND SHALL BEEN NOTIFIED,CORRECTED THi�E DISCREPANCY,MADE TH"I ION,OR MORE OUTLETS PER PLANS.NO LI6FITIN6 OR WAG WORK 13 PLAN CHECK 06-26-12 NOTIFY THE ARCHITECT OF ANY DISGREPANGY. DO NOT SCALE DRAWINGS. 12. ALL LEGAL EXITS INDICATED ON THE PLANS SHALL BE OPLTNABLE FROM CLEARLY EXPLAINED THE INTENT OF THE GALGULATIONS,DRAWINGS OR CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CORRECTIONS AND REPAIRS ❑BIDDING REQUIRED WE TO HIS FAILURE TO DO 50. THE INSIDE WITHOUT BE USE LE ,KEY OR ANY SPECIAL UNLOO_D6E OR SPECIFICATIONS. EFFORT AND SHALL BE LABELED,"THIS DOOR TO REMAIN UNLOCKED WHEN ❑CONSTRUCTION BUILDING 15 OCCUPIED"IN BLOCK LETTERS A MINIMUM OF INCH ON A 25. THE CONTRACT DRAW NG5 AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. 2. SOLELY AS A CONVENIENCE TO THE OWNER AND CONTRACTOR THE A�� ���BOLTS OR�ACEI�LT5 ARE�BE OF HNE GON T SHALL SU RVISSE A�NDIDI IGA7E OFT THE WORK AND F CONSTRUCTION.SHALL BE PROJECT TITLE (OR INC40R MAY INCLUDE DOCUMENTS PREPIONS OF S I CERTAIN CONSULTANTS EXTERIORMAXIMUM D�FO 9 5 OP TEIp 5 8 FOR I� hL51 PROCEDURES. C-O= ON VI A o TITE 5° T FIRE DEPARTMENT NOTE LA RE B E LD E (OR INCORPORATE THE RECOMMENDATIONS OF sale CONSULTANTS INTO OfBE VICINITY M A P DOCUMENTS PREPARED BY THE ARCHITECT)WITHIN T1-E SET OF DOGU-ENTS RATED DOORS REPRESENTATIVES OF THE ARCHITECT AND HIS ENGINEERS SHALL NOT INCLUDE I�BY T}E AR-HITE-(, IT I5 EXPRESSLY UNDERSTOOD THAT BY SUCH INSPECTION OF THE PROTECTIVE MEASURE OR THE CONSTRUCTION PROCEDURES \ -'` - W N E FZY ISSUANCE THE ARCHITECT ASSUMES NO LIABILITY FOR THE SERVICES OF 13. WHERE EXIT DOORS 5NN9 OUT OVER A LANDING,THE LANDING SHALL REQUIRED BY SAME HHIGH ARE T SOLE RF5PON51BILITY OF THE CONTRACTOR SAID CONSULTANTS. NOT BE MORE THAN 1/2'BELOH THE FIN.FLR LANDIN65 SHALL CONFORM ANY SUPPORT SM ICES PERFORMED BY THE ARCHITECT AND HIS ENGINEERS DURING 3. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED TO GBG. CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED 1, 1 r2-• 3 CBG AS AMENDED. ALL ORDINANCES AND REGULATIONS INSPECTION SERVICES WHICH ARE PE HITIEG MAN H1 OTHERS-THESE SUPPORT 1. PROVIDE UL.APPRWID FIRE EXTIWISHERS PER WPA 10 AND AS REQNIREP TENNANT IMPROVEMENT OF THE CITY OR COUNTY WITH JIIRI5DIGTION AND SPECIAL REQUIREMENTS 14. PROVIDE EXIT SIGNS AND EXIT LIGHTING AT ALL EXITS A5 REQUIRED SERVICES PERFORMED BY THE ARCHITECT AND HIS EN6DJEERS WHET}ER OF INDICATED IN THE EUILDIN6 SUMMARY OR THESE GENERAL NOTES. BY CODE. MATERIAL WORK,AND WHETTi62 PERFORMED PRIOR TO,WRING,OR AFTER BY FIRE DEPARTMENT.VERIFY LOCA110H5 OF EMIHSUIGER5 NTH FIRE COMPLETION OF GONSTWIGTION,ARE PERFORMED 50LF1Y FOR THE PURPOSE OF DIPA.RIMENT.PROVIDE FIRE PROTECTION IF REQUIRED BY LOCAL AUTHORITIES JOB LOCATION JOB ADDRESS 15. NO ADDITIONAL ROOF OPENING OR ROOF MOUNTED EQUIPMENT IS A5615TIN6 IN QUALITY GONfi20L AND IN ACHIEVING CONFORMANCE WITH CONTRACT DIIRIN6 COR5TRUCTION J CRANE DST.STE G 4. WHEN SCOPE OF WORK FOR TENANT IMPROVEMENTS EXCEEDS THESE ALLOWED BEYOND THAT WHICH 15 SHOWN ON THESE PLANS WITHOUT WRITTEN DRAWINGS AND 5PECIFIGATION5,BUT THEY DO NOT GUARANTEE CONTRACTORS DOGU-ENTS GON7RAGTOR SHALL SUBMIT PLANS TO THE DEPARTMENT ME CONSENT OF THE ARCHITECT,EN61NEER AND OWNER. PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF 2. TH15 FACILITY 06 EXISTING FIRE 5PRIKKLBR OROPS.A SEPERATE PERMIT IS LAKE ELSINORE,CA.92530 BUILDING AND SAFETY FOR APPROVAL PRIOR TO STARTING IMPROVEMENT GONSTRUGTION. WORK. REG UIRED FOR MODIFIGATIONS TO Tiff EX15rW,FIRE SPRIWLERS.FIRE 16. NO STRUCTURAL MEMBER SHALL BE GUT FOR PIPES,A.G.WCTS,ETC., SPRINKLER PLANS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT FOR 5. ALL 516NANGE 15 NOT A PART OF TH15 CONTRACT. 516N CONTRACTOR UNLE55 SPECIFICALLY DETAILED AND/OR APPROVED BY THE STRUCTURAL 26- THE CONTRACTOR 5HALL CONFORM WTH ALL FEDERAL,STATE COUNTY CITY BUILDING APPROVAL PRIOR TO INSTALLATION. LEGAL DESCRIPTION TO OBTAIN SEPARATE APPROVALS AND PERMITS FROM GOVERNING AGENCIES ENO' APPLIICA6 E OI THIL3 OHEEGIT A�L IWOORK MM)ST BE HPLS FOO'RCME/`5Y LLIIG I EP AANNDGO FOR SIGNS. 3. ALL VALVES CONTROLII%THE HATER SUPPLY FOR A MOMATIC SPRINKLER INSURED CONTRACTORS AMID SUB-CONTRACTORS. APN- IT. ALL SHOP WELDING TO BE DONE IN A CERTIFIED LICENSED SHOP. ALL SYSTEMS AND WA113R-FIDW 5N7Of5 ON ALL SPRINYJJ32 SYSTEMS MST ES LOT FIELD VELOIN6 SHALL BE DONE ONLY BY LICENSED M'ELDERS UNDER 27, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS AND BFCTRONGA-LY MONITORED FOR INTFSRITY HeRE THE 1,10MBER 15 ONE 6. INSULATION SHALL CONFORM TO GBG A5 AMENDED BY CONTINUOUS SPECIAL INSPECTION WITH CERTIFICATE ISSUED AS REQUIRED EXI5TIH5 CONDITIONS AND SHALL NOTIFY THE ARLHITE-CT IN YRITIN6 OF ANY DISCREPANCIESIMENSINSAND P.M.- APPLICABLE CITY AND COUNTY ORDINANCES.(EXISTING) BY BUILDING OFFICIAL. EHRRORI,ANDWR O}MMI5510N5 IN THE CONTRACT DOCUMENTS - T. CO TRACTORSHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR 1b. PIPPIN 6 CONDUIT,� T STUDS"THEE 5I STUD OOR REWIRED TFURRI�NG SHDUCTS,EXTEND APPLICABLE CODES TENANT-OWNER JOB SITE CONDITIONS AND COMPLY WITH ZS AND PEDERESULSTRIAN P AND THE PULL LENGTH OF THE SURFACE WHERE THE FURRING OCCURS RESTRICTIONS AS REQUIRED FOR WORKERS AND PEDESTRIAN PROTECTION JIM LONGER WRING THE COURSE U1 GONSTRUGTION%THIS PRO.EGT. PROVIDE A. PROVIDE FIRE STOPPING TO CUT OFF ALL CONGEALED DRAFT OPENINNSS - JIM WINO ESOUIBEL PROTECTION AS REQUIRED TO PREVENT ANY DAMAGE TO EXISTING (BOTH VERTICAL AND HORIZONTAL)AT 10'-0"O.C.FAGH WAY.CONSTRUCTION WITHIN AND ADJACENT TO JOB SITE. WHERE DAMAGE OCCURS, RIAL A5 REQUIRED TO THE OWNTHE CONTRACTOR SMALL ERS APAIRPROVAL AT NOAADD>�O ALLCCOr�T.�IS 20. THE BUILDING(S)AND FACILITIES MUST BE ACCESSIBLE TO AND , REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT Be LIMITED TO NORMAL FUNCTIONAL FOR THE PHYSICALLY DISABLED IN AGCORDANGE NTH AMERICANS ALL CONSTRUCTION SHALL COMPLY WITH 'WORKING HOURS. WITH DISABILITIES ACT(ADO AND ALL OTHER 5TATE/FEDERAL GOVERNING AGENGIE5. THE 2010 CALIFORNIA MODEL CODES BASED Tel: 951-741-7791 6. IF THERE ARE TRENCHES OR EXCAVATION V-O"OR MORE IN DEPTH INTO 21. ALL FLOORS IN PUBLIC AREAS SHALL HAVE NON-5LIP S AGC9 IN ON THE 2009 INTERNATIONAL RESIDENTIAL rr JOB NO.: 212-066 WEIGH A PERSON IS REQUIRED TO DE5GEMD,CON-TRACTOR SHALL OBTAIN COMPLIANCE WITH DIVISION 18 OF"HEALTH AND SAFETY CODES OF THE DATE 06-12-12 NECESSARY PERMIT'FROM THE STATE OF CALIFORNIA DIVISION OF STATE OF CALIFORNIA. CODE,2009 UNIFORM PLUMBING& <; INDUSTRIAL SAFETY. MECHANICAL CODES,2008 NATIONAL A;: - •" t : DRAWN BY: M.H. LABOT{MATERIALS,EQu1PMENr,rooLS, ELECTRICAL CODE,THE 2008 CALIFORNIA - 9. PROVIDE ALL 22. �'' a CHECKED BY: M.V. TRANSPORTATION,UTILITIES,OTHER N OF T Es aND RELATED TASKS ENERGY CODE AND THE 2010 CALIFORNIA DRAWING SHEET NECESSARY FOR PROPER EXECUTION OF TMff CONSTRUCTION REQUIRED BY CONTRACT DOCUMENTS. rm 10. ANY REVISION OR ADDITIONAL WORK REQUIRED BY FIELD GONDITION5 23. THE TENANT SPACE,A PRIMARY ENTRANCE TO THE BUILDING,Tl-E PRIMARY GREEN BUILDING STANDARDS(CAL-GREEN) T 101 CODE OR LOCAL GOVERNING AUTHORITIES SHALL BE BROUGHT TO THE ATTENTION OF PATH OF TRAVEL FROM T}E ENTRA,NGE TO THE TENANT SPADE AND THE THE ARCHITECT BEFORE PROCEEDING. SANITARY FACILITIES,DRINKING FOUNTAINS AND PUBLIC,TELEPHONES SERVING 11#TENANT SPADE MUST BE AGGE551BL.E TO THE D15ABLED. «rx W C R E L I I I I \ II �yl A� N e nt.RN8B6 r- -----1 llbv'r7 ct' I IDIW JMMen M'Llb.J16•MumW.fa�BSMt••••••••••• N , EXIST.3.0x7.0 STAMP A2 84 9 A$ 24" Al ® \\ MIN. _ _1> AD WINE TASTING ARE T-II 1/4" �♦EXIST.3.Ox7.✓ EXIST ENLARGE® R/R PLAN A-4 ________________ __ _ �� -'/ FLOOR PLAN NEW PRODUCTION AREA v N = VILLEGAS 1=0 DESIGNER oil REVISIONS EXIST. NO. DATE REMARKS �a a FIRE R15ER µ Li e EXIST.(2)3.00.0 ISSUED Issued for Issued on PLAN CHECK 0828.12 ❑BIDDING ❑CONSTRUCTION PROJECT TITLE F�®®R PLAN LA REBELDE \/V I N E FZY TENNANTIMPROVEMENT .. V JOB ADDRESS " . 530 CRANE Sf.STE G LEGEND: FIRE SPRINKLERS OCCUPANCY KEY NOTES: LAKE ELSINORE CA.92530 ELECTRICAL LEGEND A. ACCESNBIL11YNOTES T,NFWCOMERCIPLTAKLEfiNkIERIFATE2 LEGAL DESCRIPTION WALL LEGEND TH15 BUIIDIN515 EOJIPED HITII 8.NEW NNE STORAGE ° „' APN- I. (1)LAV.TO CGTRY W ACGE£IB.E REO,5EE PET 12/A202 NOTE:REFER TO ELECTRICAL PLANS AUfOHATIC FIRE SPRIIIKLERS 2. 0 TOILET TO COMPLY W AGCE5513E RE61.SEE PET.5/A202 9.NEW FLOOR PRAM LOT- 10 WALL MOUNTED INTERIOR/EXTERIOR 10. P•M: LIGHT FIXTURE HER.HT) EXIT DOORS 3. 0 RCSTROOM TO WIVE REQIIRED A"f5 SI-E ENTRANCE SI6H FER CBO ,<;,�.. TR.- EMERGEIXI EXIT SIGN MS55EE DETAIL IO/A202. r8 O EX61%KALLS TO PEAIIN 1. ALL EXT�r`-'�BE OPENAHLE FROM TIE 4. REJARED TACTILE EXIT SIGN.W THE WORD TAT'SEE DETAIL 4/A202 12. TENANT- WNER 09V EA5nN5 HV1 OUT �I EMERGENCY LIGHT KALL PACK E-------3 INSIDE WITH THE USE OF A KE1'OR ANY SPTf.IAL KNOVI� AI TACTILE FJ(T SIGN TO 5HOH DIRECTION OF DI�OTION OF TRAVEL 5. EX5TIN5 LEVEL FLOOR AT ENTRANCE 13. JIM LUNGER 2. PROVIDE A 516N OVER THE MAIN EXTERIOR EXIT DOOR THAT 14. REBECCA ESOUIBEL ® FLOOR OUTLET ® 0 0915IIG KVl TO F MIN 5TATE5'TH5 DOOR TO REMAIN UNCOOKED NEN BULDINS 6. A a. 611BLE ENTRANCE 5I6H FER GBO IID55 SEE DETAIL 13/A202 15. 5 OLORIED'. 1. ACCESSIBLE COUNTER HEIGHT TO BE 34'AFF. U'ITE2 CO TO COMPLY NTH ADA 5. ME DUPLEX POWER OUTLET T.MORE THAN IS' REGURErENT5 SEE DETAIL I/A202 11, OR WOR HOR FROM THE KING PLAT FORM OTRM T OF THE REG.TO F.F, 6. 3O'x46'Q.EAR FLOOR SPACE IN FRONT OF 51NK TO ALLOW FORWARD I8. Tel: 951-741-7791 220 DUPLEX RECEPT. APPROACH 14. DUPLEX POWER OUTLET WITH 6FGI a 36"AFF.IN 10. 42'GRAB BAR SEE DETAIL 3 IS/A202 20' DATE: 08-72�1P BATHROOMS AND 45"AFF IN KITGHEN5 N.O.NJ 2a-IOBO RATED ARE EXTIN6U51ER.FIRE EXTM6UI5ER5 LOCATED IN RMIC I-EXIT REQUIRED 2-EXITS PROVIDED21. DRAWN BY: M.H. CLOCK REGEPT. $I AREAS SHALL BE RECr£ CANNET5 WNW 4B'TO CENTER ABOVE B. M15G,NOTES Ir DATA OUTLET a 12"A.F.F.(UA.W GAT.5 GABLE LEVEL W MAX.4'FRaECnON MW WALL I. FIRE EX7IN615FER 22• CHECKED BY: M.V. N�• TELEPHONE OUTLET a 12"A.F.F.(U.O.N) NOTE, 2. NEW OPENING T HI6H DRAWING SHEET y,,` EXHAUST FANLIGHT(5 AIR CHANGES ALL POWER OUTLET TO BE INSTALLED AT NOT MORE 3. EXI IN6 200 AT EFLTRICAL PANEL SE:EFICAL CTR RAN5 23, V THAN 46"MEASURED FROM THE TOP OF THE 24. #= QUAD POWER OUTLET 12"AFF RECEPTACLE OUTLET BOX OR RECEPTACLE HOU5NING 4. NEW 3 COW.SINK 25. A201 AND NO MORE THAN 15"MESURED FROM THE BOTT.OF 5. NEW FLOOR 5MK TV 7.V./GABLE THE REG.TO F.F.OR WORKING PLAT FORM 6. NEW MOP 5UK 26 2T. CREATIVE j� eel.rxlaee -``� aef0lJMwnn Aw,Bb.ale.AfanWu,GBaeBa Sr.3.00.0 STAMP IST.3.00.0 � M. I p IST r O R� / IS.9D.C-2000 j * Oy 12-12 ti J'j�RCH I t f��iQ' OF CAUL` i i / i / i / �G 1 EXIST.3.00.0) Q EXIST.3.00. 3 4 'nw wH I1 Ps 1 II Fs I I� I a J1 PS a ��4.SJ \�\\ 4 I FS 1 2"V lJ/G---______ NS NS ! 3 FD FD I MOISES VILLEGAS DESIGNER 0000 REVISIONS 0000 = NO. DATE REMARKS Q f/�1 -- 00 00 00 lJ 11 EXIST.(2)3.00.0 EXIST.''(2)3.Oz7.0 1 i A ne \ / ISSUED FL_UMEa I No PLUM5'I Nr FLANaWA51E/YEN7 PLAN lcr 16.26-12 1/4"=I'-0' PLAN CHECK OB-28-12 I/4"•I'-0" O BIDDING ❑CONSTRUCTION PROJECT TITLE PLUMBING WATER/GAS NOTES: PI UMBING WASTE/VENT NOTES- LA REBEL.DE 0 FOR INDIVIDUAL PIPE SIZE TO FIXTURE, O FOR INDIVIDUAL PIPE SIZE TO FIXTURE, SEE VV 1 N IF=F2Y SEE SHEET P101. SHEET P101. ❑2 CONNECT NEW 1" TO EXISTING 1-1/2" O CONNECTS NEW SEWER TO EXISTING 4" WATER MAIN, CONTRACTOR SHALL FIELD SEWER MAIN. FIELD VERIFY FOR EXACT TENNANT IMPROVEMENT VERIFY EXACT LOCATION AND SIZE. AS LOCATION. NECESSARY. JOB ADDRESS O FOR WALL CLEAN-OUT DETAIL, SEE 3/P101. 530 CRANE ST.STE G 3❑ WATER HEATER SEE DETAIL 2/P101 R� ® TRAP PRIMER SEE DETAIL 1/P101 4O 2" VENT THRU ROOF, SEE DETAIL 4/P_],t)1�nq o LAKE El51NORE,CA 92530 44, . 4T• I N LEGAL DESCRIPTION oMS'p'O LOT- C•'• - P.M.- C TR.- TENANT-OWNER 1 -,...• D REBECCA ESOUIBEL ,. Tel: 951-741-7791 JOB NO.: 212-066 DATE: 08-12-12 DRAWN BY: M.H. CHECKED BY: M.V. DRAWING SHEET P201 1/2" CW TAKE OFF(TYP) PLUMBING GENERAL NOTES LINE SIZE ISOLATION VALVE (TYP) C R EAATI 3F Ei:CW MAIN OR BRANCH 1. PLUMBING DRAWINGS SHOWN ARE DIAGRAMATIC, CONTRACTOR SHALL BE >- -� i N c o RESPONSIBLE TO COMPLY WITH ALL APPLICABLE CODE REGARDLESS OF TRAP PRIMER VALVE (TYP) SHOWN OR NOT SHOWN ON THESES DRAWINGS. CONTRACTOR SHALL MIN. OPERATING PRESSURE FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITY PIPES PRIOR TO 1 PSI WITH INT VACUUM BREAKER.EGRAL START OF WORK. POINT OF CONNECTION TO EXISTING SHOWN IS BASED DISTRIBUTION UNIT. SEE ON AVAILABLE RESOURCE PROVIDED AT THE TIME OF DESIGN AND MAY BE DIFFERENT IN FIELD. ALL NECESSARY ADJUSTMENTS TO THE --- ... FLOOR PLAN FOR NUMBER ,:•::::::::::::::::::::• PLUMBING SYSTEM ON THESE PLANS SHALL BE DONE AT NO EXTRA OF DRAINS SERVED. COST. THIS PROJECT SHAL''LMMPt*-IW.IH._THE FOLLOWING CODES: 1/2" TP LINE TO TRAP •95>>��z� }}�� I PRIMER INLET CONN. 2. CONTRACTOR SHALL NOTIFY ALL LOCAL UTILITY COMPANIES INCLUDING 1. THE 2010 EDITION OF THE CALIFORI�fA HiU11,01@F,J(CBC) ADOPTS THE FLOOR DRAINS (TYP) BUT NOT LIMITED TO THE GAS COMPANY, ELECTRIC COMPANY, 2009 INTERNATIONAL BUILDING CODE (IBC) AND TH CALIFORNIA TELEPHONE COMPANY, AND THE WATER DEPARTMENT, ABOUT THE EXTENT AMENDMENT7S�//'� ' DISTRIBUTION ;I OF PLUMBING WORK. ALL EXCAVATION WORK SHALL BE APPROVED BY ALL rYt����l/'1 � ACCESS PANEL (TYP) UTILITY COMPANIES TO ASSURE PREVENTION OF INTERRUPTION OF 2. T 1 01.T-ff II@C <��G'Et£CTRIC/�L CODE(CEC) ADOPTS THE EXISTING SERVICES PRIOR TO START OF WORK. 2008 {�yJ�j ("'fRt E (N AND 1T3-IH010 CALIFORNIA CAMP AMENDMENT. •'V •i„� 4J� MULTIPLE CONNECTION SINGLE CONNECTION 3. ALL PLUMBING WORK SHALL MEET OR EXCEED THE REQUIREMENTS OF THE V ( ) UNIFORM PLUMBING CODE, UNIFORM BUILDING CODE, UNIFORM 3. THE 2010 EDITION OF THE CALIFORNIA MEC J0 H,4IQ DE CMC ADOPTS MECHANICAL CODE, C.A.C. TITLE 24, AMERICANS WITH DISABILITIES THE 2009 UNIFORM MECHANICAL CODE(UMC) AND THE CALIFORNIA ACT(A.D.A.), NATIONAL FIRE PROTECTION ASSOCIATION (N.F.P.A.), AMENDMENTS. THE LOCAL CITY AND COUNTY CODES, AND ALL OTHER CODES HAVING ACCESS DOOR BY JURISDICTION. IN CASE OF CONFLICT, THE MORE STRICT REGULATIONS 4. THE 2010 EDITION OF THE CALIFORNIA PLUMBING CODE(CPC) ADOPTS THE GENERAL CONTRACTOR. WATER SAVER SHALL GOVERN. 2009 UNIFORM PLUMBING CODE (UPC) AND THE CALIFORNIA AMENDMENTS. FLOOR DRAIN TRAP PRIMER 4. ALL PLUMBING WORK SHALL BE COORDINATED WITH THE WORKS OF OTHER SEE DETAIL ABOVE TRADES PRIOR TO START OF WORK. NECESSARY ADJUSTMENTS SHALL BE 5. THE 2010 EDITION OF THE CALIFORNIA FIRE CODE (IFC) ADOPTS THE 2009 FLOOR SINK FINISHED WALL MADE AT NO EXTRA COST. INTERNATIONAL FIRE CODE (IFC). F.F. 5. FOR MINIMUM PIPE SIZE CONNECTIONS TO EACH PLUMBING FIXTURE SEE 6. THE 2008 EDITION OF THE CALIFORNIA ENERGY EFFICIENCY STANDARDS. PLUMBING FIXTURE SCHEDULE. THESE VALUES ARE MINIMUM; LARGER CONNECTIONS MAY RESULT BASED ON THE DIFFERENT MANUFACTURER'S PIPING IN WALL& UNDER FLOOR RECOMMENDATIONS, 6. MANUFACTURER'S NAMES AND MODEL NUMBERS SHOWN FOR PLUMBING � P-TRAP FIXTURES AND EQUIPMENT ARE FOR REFERENCE ONLY, OTHER MANUFACTURERS WHICH CAN MEET THE DESIGN REQUIREMENTS OF THE FIXTURE/EQUIPMENT SCHEDULE PLUMBING SYSTEM MAY BE SUBSTITUTED UPON APPROVAL FROM THE ARCHITECT AND THE OWNER. 7. PROVIDE DIELECTRIC FITTINGS FOR DISSIMILAR METALS IN CONTACT. ITE N OM DESCRIPTION WASINIMUMWROULH-IN SIZCW HW REMARKS TRAP PRIMER DETAIL NO SCALE 8. PROVIDE HANGERS AND SUPPORTS FOR PIPING IN ACCORDANCE WITH 5"0 ROUND NICKEL BRONZE STRAINER, CAST IRON BODY, W/ THE RECOMMENDATIONS OF MSS SP-69. 1/2" TRAP PRIMER CONNECTION. FIXTURE SHALL BE J.R. TEMPERATURE AND PRESSURE SMITH OR APPROVED EQUALS. 18" MIN. OF FLOOR AREA RE_tEF LVE(TSP VALVE) 9. PROVIDE VALVES AT THE FOLLOWING LOCATIONS: -MAT HE VAaEDu[acD By LOCAL ALL AROUND FLOOR DRAIN SHALL BE SLOPED AT}" PER CODE A WATER MAIN SHUT-OFF VALVE IN VALVE BOX. FD FLOOR DRAIN 3" -- 2" - _ FOOT TOWARD DRAIN. PROVIDE TRAP SEAL WITH TRAP � SHUT OFF VALVE B� VALVE WITH HOSE CONNECTION ON DOWNSTREAM SIDE OF THE MAIN I PRIMER, SEE TP-1. HOT IJ COLD SHUT-OFF VALVE. C) SHUT-OFF VALVE ON EACH SUPPLY TO EACH FIXTURE AND EQUIPMENT ITEM NOT PROVIDED WITH CONTROL STOP OR OTHER FLOOR MOUNTED. FIXTURE SHALL INCLUDE SINK AND MS RIGID OR FLEXIBLE PLUMBING AUXILIARY SHUT-OFF VALVE. I MOP SINK 3" -- 2" 1/2" 1/2" FAUCET. CONSULT OWNER FOR SPECIFICATION. PIPE AND CONNECTIONS TO BE CODE AND MANUFACTURER 10. INSTALL SHUT-OFF VALVES SO THAT STEMS EITHER ARE VERTICAL WITH COMPLIANT HANDWHEELS OR OPERATORS ON TOP OR ARE HORIZONTAL AND SO THAT VALVES ARE EASILY ACCESSIBLE FOR OPERATION, SERVICE, REMOVAL wH WATER HEATER EAMAX EX02324OT2With Thermostotic Control - Hot or cold7 POWER 241 VOLT POWER SUPPLY AND REPLACEMENT. 1 3/4" 3/4" woter feed - 'Staged"turn on, min flow .7 GP M, mox 3 GP M (CHECK MANUFACTURER SPE-iFICATIONS) 11. PROVIDE SLEEVES FOR ALL PIPE AND TUBING PASSING THROUGH TANKLESS FLOORS, ROOFS, AND WALLS. PACK OAKUM INTO THE SPACE AROUND THE I WATER HEATER ZDRAINN REQUIRED PIPE OR TUBING. PROVIDE FLASHING FOR ALL PIPES EXTENDING FS 12X12%6 OVERALL DIMENSIONS, GRATE, CAST IRON, JR. SMITH OR CE➢tN AN THROUGH THE ROOF. a FLOOR SINK 3 -- 2" - - EQUALS. PROVIDE TRAP SEAL WITH TRAP PRIMER, SEE TP-1 RE WATER AN OCCUR 12. ALL VENT TERMINATIONS AT ROOF SHALL BE AT LEAST 10 FEET AWAY PS FIXTURE SHALL INCLUDE SINK AND FAUCET. FROM OUTSIDE AIR INTAKES, OPERABLE WINDOWS, AND THE LIKE. e 3-COMP SINK 2" -- - 1/2" 1/2" CONSULT OWNER FOR SPECIFICATION. SINK SHALL 13. FILL CRACKS BETWEEN FIXTURES AND WALL/FLOORS WITH SILICONE DRAIN INDIRECTLY INTO NEAREST FLOOR SINK W/1" PIPE TO SuraBLE o RUBBER SEALANT. AIR GAP MIN. NOTES DRAIN MOSSES VILLEGAS -PROTECT WATER HEATER FROM EXPOSURE TO DAMP,HUMID FREEZING CONDITIONS DESIGNER 14.INSTALL FIXTURES IN ACCORDANCE WITH THE MANUFACTURER'S -WATER HEATER MUST HE INSTALLED TO CONFORM WITH CURRENT NATIONAL ELECTRIC RECOMMENDATIONS AND ALL APPLICABLE CODES. SECURE FLOOR OUTLET CODE CON➢I,TIONING CODES, AND AN r APPLICABLE LOCAL PLUMBING,ELECTRICAL,HEATING AND AIR OF FLOOR-MOUNTED FIXTURES TO DRAINAGE CONNECTIONS AND FLOOR IN ONE MANUFACTURER INSTALLATION INSTRUCTIONS REVISIONS A RIGID MANNER. RIGIDLY SUPPORT WALL-HUNG FIXTURES MEANS OF PIPE MATERIAL SCHEDULE PIPE SIZING CHART METAL SUPPORTING MEMBERS. USE CHROMIUM-PLATED BRASS S BOLTS, � NO. DATE REMARKS NUTS, AND WASHERS WHERE EXPOSED. ALL CONNECTIONS SHALL BE MADE PIPE FI%TURF UNITS VELOCITY GAS-TIGHT AND WATER-TIGHT, USE OF PUTTY AND PLASTICS FOR SYSTEM DESCRIPTION MATERIAL DESCRIPTION SIZE GPM FLUSH VALVE FLUSH TANK FPS GASKETS WILL NOT BE PERMITTED. DOMESTIC WASTE AND VENT ABS OR PVC SCHEDULE 40 W/CEMENTED 1/2" 3 0 3 4 WATER HEATER D TAIL NO SCALE 15. PROVIDE ALL FIXTURE COMPONENTS AS INDICATED ON DRAWINGS. (BELOW GRADE) JOINTS PER ASTM D 2661. PROVIDE ADDITIONAL COMPONENTS AS PER MANUFACTURER'S DOMESTIC WASTE AND VENT ABS OR PVC SCHEDULE 40 W/CEMENTED 3/4" 7 0 7 4 MAY RECOMMENDATIONS FOR PROPER OPERATION OF THE FIXTURES. (ABOVE GRADE) JOINTS PER ASTM D 2661. 1" 13 4 18 5 OR AEVENTDLINE.AS A WASTE 16, PROVIDE EACH PLUMBING FIXTURE (INCLUDING HOSE BIBS) WITH AN HOT/COLD WATER PIPING B88 COPPER WROUGHT COPPER SOLDER JOINT 1-1/4" 19 6 28 5 TYPE "L" HARD DRAWN PER ASTM WALLCOVER INDIVIDUAL STOP OR COMPRESSION VALVE OF POLISHED CHROME-PLATED (ABOVE GRADE) AND SCREW. WALL FITTINGS PER ANSI B16.22. 1-1/2" 32 15 58 6 (FIRE RATED LOOSE KEY TYPE. WHERE REQ•D) GAS PIPING SCHEDULE 40 BLACK STEEL PER ASTM A 53 W/ 17. WHERE DEPTHS OR INVERTS ELEVATIONS ARE NOT INDICATED, PROVIDE (ABOVE GRADE) MALLEABLE IRON SCREW JOINT FITTINGS PLUGGED TEE WITH MINIMUM COVERAGE (ABOVE TOP OF PIPES) AS FOLLOWS: CONFORMING TO ANSI 816.3 AND/OR WELDING FITTINGS CONFORMING TO ANSI 816.9. BOTTOM PLATE NOTES: CLEANOUT. ISSUED A) ANY PIPING UNDER SLAB (TOP OF PIPE TO UNDERSIDE OF SLAB): Issued for Issued on 18 INCHES. CONDENSATE PIPING HARD DRAWN COPPER TYPE "M" PER ASTM B 88 1.) PIPING NOT SIZED ON FLOOR PLANS SHALL BE SIZED IN B) CAST IRON AND COPPER PIPES IN OTHER LOCATIONS: 18 INCHES. (ABOVE GRADE) W/WROUGHT SOLDER-JOINT FITTINGS PER ANSI ACCORDANCE WITH PIPE SIZING CHART. 9" FLOOR LINE PLAN CHECK 06.26-12 18. EXCAVATE TO UNDISTURBED EARTH: CUT LEVEL AND FORM TRUE. REMOVE B16.29. ❑BIDDING DEBRIS, RUBBISH AND SOFT MATERIAL(SUCH AS MUD). WHERE ROCK IS NOTES: BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH ❑CONSTRUCTION ENCOUNTERED, UNDERCUT TRENCHES 6-INCHES AND FILL WITH WELL SECTIONS 701.0 AND 903.0 OF CALIFORNIA PLUMBING CODE. ALL SANITARY TAMPED NEUTRAL SAND AND PEA GRAVEL TO PROPER PIPE ELEVATION. SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY. PLUMBING MANDATORY MEASURES NOTES ' PROJECT TITLE DURING EXCAVATION FREE OF STANDING WATER. UNDERCUT TRENCH 6- INSTALLATION OF SOIL OR DRAIN PIPES IN FOOD HANDLING ESTABLISHMENTS LA REBELDE INCHES AND INSTALL PIPING IN A 6-INCH NEUTRAL SAND ENVELOPE. WILL COMPLY WITH SECTION 318.0 CPC. 1. ALL PLUMBING SYSTEM COMPONETS SHALL MEET OR EXCEED THE REQUIREMENTS 19.BACKFILL TO A POINT 12-INCHES ABOVE TOP OF PIPING WITH EARTH OF C.B.C. (CALIFORNIA EDITION) , CMC(BASED ON 2010 UMC), CPC(BASE ON WALL CLEAN-OUT DETAIL VV 1 N I`FZY (EXCAVATED MATERIAL MAY BE USED) FREE OF CLAY, DEBRIS, 2010 UPC), NEC, NFPA, ASTM, ANSI, AND ALL LOCAL AND STATE CODE NO SCALE RUBBISH, ROCKS, OR CLODS OVER 4-INCHES IN THE GREATEST PLUMBING LEGEND REQUIREMENTS. ,S DIMENSION. BACKFILL ABOVE 12-INCHES FROM TOP OF PIPING MAY BE SYMBOL ABBREV, DESCRIPTION ABBREV. DESCRIPTION 2. ALL PLUMBING EQUIPMENT LISTED IN (CCR)SECTION 2-111 MUST BE CERTIFIED BY TENNANT IMPROVEMENT WITH EXCAVATED MATERIAL. APPLY BACKFILL BY HAND IN 6-INCH DEEP THE MANUFACTURER TO MEET OR EXCEED SPECIFICATIONS OR EFFICIENCIES LAYERS THE FULL WIDTH OF THE TRENCH. MOISTEN EACH LAYER (DO S OR W SANITARY SEWER OR WASTE A/G AFF ABOVE FINISHED FLOOR ADOPTED BY THE DEC. JOB ADDRESS NOT FLOOD OR PUDDLE), AND HAND TAMP TO A MINIMUM 90 PERCENT S OR W SANITARY SEWER OR WASTE BIG AQD AIR QUICK DISCONNECT 530 CRANE ST.STE G COMPACTION BEFORE PROCEEDING WITH THE NEXT LAYER OF BACKFILL. 3. ALL HEATERS FOR DOMESTIC HOT WATER MUST BE CERTIFIED BY THE TERMINATE 10'-0" V VENT A/G ABOVE GRADE MANUFACTURER TO MEET THE SPECIFICATIONS OR EFFICIENCIES AS ADOPTED BY FROM ANY OUTSIDE AIR LAKE ELSINORE,CA 92530 20. DO NOT EXCAVATE UNDER FOUNDATIONS OR FOOTINGS EXCEPT IN MANNER ___ CW COLD WATER B/F BELOW FLOOR THE CEC. IN ACCORDANCE WITH SECTION 10-113 OF THE CCR AND ENERGY NOTE: INTAKE OR OUTSIDE PENASLE PERMITTED BY THE ARCHITECT. DO NOT BACKFILL UNTIL INSTALLED EFFICIENCY STANDARDS RESIDENTIAL NON-RESIDENTIAL WINDOW. 2'-D" MIN LEGAL DESCRIPTION PIPING HAS BEEN SUCCESSFULLY TESTED. ---- HW HOT WATER BIG BELOW GRADE VENT THRU ROOF TERMINATION -IN� TP TRAP PRIMER CONT. CONTINUATION 4. ALL INSULATING MATERIALS INSTALLED MUST BE CERTIFIED BY CALIFORNIA ENERGY POINT SHALL O SI LEAST 10' AWAY FROM TAN�UR WALL OR ON. DOWN COMMISSION TO MEET C.E.C. ENERGY EFFICIENCY STANDARDS(E.E.S.)SECTION 123 IN 3' ABOVE OUTSIDE AIR-INTAKE STRUCTURE. UOTAPN- 0 FCO FLOOR CLEAN-OUT AND SECTION 1201.2.1.8 OF CIVICEDITION INTO THE BUILDING. SEALANT LOT- COTG CLEAN-OUT TO GRADE (E) EXISTING (CALIFORNIA( ) � P.M- FG FINISHED GRADE 5. ALL INSULATION INSTALLED SHALL MEET THE FLAME SPREAD AND SMOKE DENSITY COUNTER FLASHING TR.- W B WALL CLEAN OUT FU FIXTURE UNIT REQUIREMENTS OF SECTION 707 OF CBC(CALIFORNIA EDITION). SLEEVE �F HB HOSE BIBB FT FLUSH TANK HEIGHT PER SEAMLESS LEAD TENANT-OWNER -Q PIPE RISING 6. FAUCETS SHALL L 2N GPM MAXIMUM. LAVATORY FAUCETS IN RESTROOMSWATER LOCAL CODE FV FLUSH VALVE FLASHING �0 PIPE DOWN SHALL BE SELF CLOSING TYPE.SHALL BE HTRA SHALL NOT EXCEED A WATER OR 6" MIN STEEL REINFORCED JIMRE LUNGER ECCAE GPM GALLONS PER MINUTE FLOW OF 2.5 GPM. TOILETS SHALL BE ULTRA LOW FLUSH TYPE 16 GPF MAX.). I BOOT REBECCA ESOUIBEL 0K)-- S.O.V. SHUT-OFF VALVE ( SHUT-OFF VALVE ON RISE OR DROP I/A IN ATTIC OR ABOVE CEILING I.E. INVERT ELEVATION 7, ALL FIXTURES FOR THE HANDICAPPED SHALL BE INSTALLED AS PER THE LATEST HOT MOP GLV GLOBE VALVE TYP. TYPICAL REQUIREMENTS OF TITLE 24 AND ADA(AMERICANS WITH DISABILITIES ACT). ROOFING f� CV CHECK VALVE U/G UNDERGROUND Itirt} BALANCING VALVE 8. WATER HEATER SHALL COMPLY WITH SECTION 608.3 OF CPC, FOR THERMAL Tel: 951-741-7791 I�1 GAS COCK VTR VENT THRU ROOF EXPANSION REQUIREMENTS. W/ WITH JOB NO.: 212.068 -�- WHA WATER HAMMER ARRESTER 9. CROSS CONNECTION PROTECTION SHALL BE PROVIDED AT ALL POTABLE WATER DATE. 08-12-12 CAP SUPPLIED APPLIANCES AND EQUIPMENT(OTHER THAN THOSE LISTED IN DRAWN BY: M.H. -------04] AIR QUICK DISCONNECT INFORMATION BULLETIN 103). ROOF CONSTRUCTION, CHECKED BY: M.V. ED FLOOR SCOPE OF WORK ©� FSK FLOOR SNKIN 10.ALL PIPING EXPOSED TO WEATHER SHALL BE METALLIC. 0" $41RT-j VENT PIPE, SEE PLANS DRAWING SHEET RD ROOF DRAIN 11. ALL FERROUS PIPING EXPOSED TO WEATHER SHALL BE GALVANIZED. ENGINEER: THE SCOPE OF WORK FOR THIS PROJECT IS TO PROVIDE ® ORD OVERFLOW ROOF DRAIN 12.FLOOR DRAINS OR SIMILAR TRAPS DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM P 1 0 1 PLUMBING DESIGN FOR THE NEW TENANT SPACE. S P.O.C. POINT OF CONNECTION AND SUBJECT TO INFREQUENT USE SHALL BE PROVIDED WITH AN APPROVED VENT THRU ROOF DETAIL JD P.O.R. POINT OF REMOVAL AUTOMATIC MEANS OF MAINTAINING THEIR WATER SEALS. NO SCALE 4